• Clearly indicate in your drawing the spacing of ties, length of hoops and splices and joints. • Create a tabulated beam schedule that includes the necessary additional details and revisions. • Discuss the applicable stipulations in the drawing and provide references to specific sections of the NSCP code that govern these details. 1. A continuous beam is supported by a 400 mm x 400 mm column and features clear spans of 6 m, 5 m, and 3 m, as illustrated. The primary reinforcement details provided below have been derived from strength design calculations. (Use 10 mm diameter ties.) 0.40 0.40 0.40 6.0 5.0 3.0 B1 SCHEDULE OF BEAMS BEAM MARKED DIMENSION B1 250x500 42 82 250x500 B2 CB LEFT SUPPORT DETAILS MIDSPAN DETAILS RIGHT SUPPORT BEAM MARKED DIMENSION LEFT SUPPORT FREE-END 250 250 250 250 250 E 7-10MM 4-10MMO CICMM 5-16MM " 5-16MM TIES: TIES: 250 4-10MM CB 250x500 2-16MM CICUM 250 FW 4-10M 250 5-16MMO 81 2-10MM 2-1CMM 3-16MM TIES: 3-16MMO 2-10 • Refer to Section 418 of the NSCP 2015 to create a typical elevation drawing of the beam. Ensure that the drawing includes all relevant details. Research a typical beam elevation detail for guidance • Evaluate the main reinforcement schedule. If the current reinforcement is deemed unsatisfactory, include additional main reinforcement and provide a rationale for this modification.
• Clearly indicate in your drawing the spacing of ties, length of hoops and splices and joints. • Create a tabulated beam schedule that includes the necessary additional details and revisions. • Discuss the applicable stipulations in the drawing and provide references to specific sections of the NSCP code that govern these details. 1. A continuous beam is supported by a 400 mm x 400 mm column and features clear spans of 6 m, 5 m, and 3 m, as illustrated. The primary reinforcement details provided below have been derived from strength design calculations. (Use 10 mm diameter ties.) 0.40 0.40 0.40 6.0 5.0 3.0 B1 SCHEDULE OF BEAMS BEAM MARKED DIMENSION B1 250x500 42 82 250x500 B2 CB LEFT SUPPORT DETAILS MIDSPAN DETAILS RIGHT SUPPORT BEAM MARKED DIMENSION LEFT SUPPORT FREE-END 250 250 250 250 250 E 7-10MM 4-10MMO CICMM 5-16MM " 5-16MM TIES: TIES: 250 4-10MM CB 250x500 2-16MM CICUM 250 FW 4-10M 250 5-16MMO 81 2-10MM 2-1CMM 3-16MM TIES: 3-16MMO 2-10 • Refer to Section 418 of the NSCP 2015 to create a typical elevation drawing of the beam. Ensure that the drawing includes all relevant details. Research a typical beam elevation detail for guidance • Evaluate the main reinforcement schedule. If the current reinforcement is deemed unsatisfactory, include additional main reinforcement and provide a rationale for this modification.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
Related questions
Question
Solve the following problems, showing manual sketch and solution. (AutoCAD is strictly
prohibited.)
● Show complete drawing and solution.
● Use technical drawing skill.
Transcribed Image Text:• Clearly indicate in your drawing the spacing of ties, length of hoops and splices and joints.
• Create a tabulated beam schedule that includes the necessary additional details and
revisions.
• Discuss the applicable stipulations in the drawing and provide references to specific
sections of the NSCP code that govern these details.
Transcribed Image Text:1. A continuous beam is supported by a 400 mm x 400 mm column and features clear spans of 6 m,
5 m, and 3 m, as illustrated. The primary reinforcement details provided below have been derived
from strength design calculations. (Use 10 mm diameter ties.)
0.40
0.40
0.40
6.0
5.0
3.0
B1
SCHEDULE OF BEAMS
BEAM
MARKED
DIMENSION
B1
250x500
42
82
250x500
B2
CB
LEFT SUPPORT
DETAILS
MIDSPAN
DETAILS
RIGHT SUPPORT
BEAM
MARKED
DIMENSION
LEFT SUPPORT
FREE-END
250
250
250
250
250
E
7-10MM
4-10MMO
CICMM
5-16MM
" 5-16MM
TIES:
TIES:
250
4-10MM
CB
250x500
2-16MM
CICUM
250
FW 4-10M
250
5-16MMO
81
2-10MM
2-1CMM
3-16MM
TIES:
3-16MMO
2-10
• Refer to Section 418 of the NSCP 2015 to create a typical elevation drawing of the beam.
Ensure that the drawing includes all relevant details. Research a typical beam elevation
detail for guidance
• Evaluate the main reinforcement schedule. If the current reinforcement is deemed
unsatisfactory, include additional main reinforcement and provide a rationale for this
modification.
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